ELASTIC AND SLIP COMPONENTS OF THEDEFORMATION OF SAND
- 1 August 1969
- journal article
- Published by Canadian Science Publishing in Canadian Geotechnical Journal
- Vol. 6 (3) , 227-240
- https://doi.org/10.1139/t69-026
Abstract
The significance of a separation into elastic and slip components is considered for the case of particulate material. Tests on sand, including a variety of stress paths in a triaxial and a plane strain apparatus, indicate that for a majority of first-loading paths the total strains are closely given by the slip strains alone. The stress dilatancy theory is seen to provide a simple and accurate flow rule for predicting the slip strains.Keywords
This publication has 5 references indexed in Scilit:
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- Yielding and Flow of Sand in Triaxial Compression: Part ICanadian Geotechnical Journal, 1966
- The behaviour of an assembly of rotund, rigid, cohesionless particles. IProceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences, 1965
- Some Experiments on the Influence of Strain conditions on the Strength of SandGéotechnique, 1964
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